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Recent content by pavement

  1. pavement

    KVA sanity check.

    Hello, Me and some of the colleagues are having a discussion about requesting electricty supplies from the Distribution Network Operator and stating the KVA rating of the supply. The application is for street lighting, with the supply into a three phase feeder pillar, with circuits being...
  2. pavement

    Modelling Current Limiting Reactor in ATP.

    Just about proceed doing some voltage quality analysis after the insertion of a CLR into a system ,however I thought it would be worth enquiring how others model this. I was going to do it with the standard RLC component, with obviously R and C neglible/zero? Any advice would be great on any...
  3. pavement

    Downfall of Fault Current Limiters...

    Considering things like fault levels and the subsequent use of fault current limiters to combat high magnitudes I was wondering what issues does this introduce though? Will having a big lump of resistance/reactance in the system will cause problems in the post-fault phase etc?! This vaguely...
  4. pavement

    Lighting ballast load factor

    Depends on the wattage and light source in question, is it for street /highway lighting?!? If so.... 100W SONT = 0.74A 250W SONT = 1.4A 400W SONT = 2.11A 600W SONT = 3.1A This type of info is always murder to find on Manufacturers websites....
  5. pavement

    Street Lighting

    Manufacturers- Urbis Lighting www.urbislighting.com Philips DW Windsor WRTL Thorn Lighting Abacus Package wise Lighting Reality is considered the best, but sayying that Urbis and Philips offer their own in house software programs called Turbolight and Calculux respectively. Both can do stuff...
  6. pavement

    Tunnel Lighting Courses

    Does anybody know of any education institutes/luminaire manufacturers that offer a decent tunnel lighting course around the u.k.Alternatively any material that anybody may have that they would gladly pass on, would be gladly received, to supplement the BS EN 13201:2003 material I have. Many...
  7. pavement

    Current quantites during protection curve grading

    Sorry Guys, Just looking for some clarification regarding when you undertake cordination calcs, which current quantity do you use i.e. asymmetrical pk, asymmetrical RMS, or symmetrical pk/RMS when your defining your maximum fault levels against the device curves on either log paper or...
  8. pavement

    Phase-Phase fault detection

    Can any of yous guys offhand, suggest a solution to detect phase-phase faults on a Dd0 system, where the lowest fault current due to arcing resistance, no inductive contribution is lower than the actual load current at that point? Obviously you cant simply set the current pickup on a standard...
  9. pavement

    CT linear relationship query

    Cheers Dandel, the 1A secondary comes from the fact that im in the U.K, so basically what youre sayin is that as long as the relay causes the appropriate breakers to trip before the CT reaches the saturation level at which the CT sits down,CT indicative of normal load currents at that point of...
  10. pavement

    CT linear relationship query

    Just a quick question guys, the rule of thumb that says the a CT should maintain the linear relationship between the reflections of the CT ratio for up to 20*the rated primary current.Is this with regards to the asymmetrical peak or RMS values? i.e. if I had a bus protected by a OC relay with a...
  11. pavement

    Use of MCB's

    Yes, sorry the MCB was a typo, the reason for the choice of Terasaki was due to having literature and having requested their in house discrimination software, guess it just being lazy is suppose on my part.The reason behind the question was detemine a minimum grading margin as such between...
  12. pavement

    Use of MCB's

    Any anybody give me some guidelines on discrimination when using MCB's as the PRAG manuals from the usual suspects dont mention anything about these devices for some reason. I was looking to use Terasaki TemBreak Series to protect a couple of 440 LV buses with have prospective asymmetrical peaks...
  13. pavement

    TX backfeed inrush currents?

    Sorry in addition to the above post, just to clarify if you were using non-directional overcurrent highset overcurrent protection, im i right in saying that you would have to account for both situations i,e normal and reverse if carrying out the protection cordination studies? Just for future...
  14. pavement

    TX backfeed inrush currents?

    I was speaking to a colleague yesterday, when he mentioned that it is possible for a TX to have a greater inrush mutiplier when backfeeding through it, in order provide emergency measures.Has anybody else encountered this over there experience and any reason why it happens that the inrush...
  15. pavement

    TX sanity check plea?!?

    Where i went wrong was dividing the p.u % by 2, for each side, I dont know where Ive picked that reengineering trick up, but thanks again!

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